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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.5 LAccepted-AOC | L1 | Accepted-AOC Lowest | |
| 2 | L2₹22.6 L+₹2.7 L (13.7%)Rejected-Finance 533 VISHNUPURI COLONY NX FLAT NO G 2 INDORE MP 452001 | INDORE | INDORE | MADHYA PRADESH | 452001 | L2 | Rejected-Finance Not Lowest | |
| 3 | L3₹23.3 L+₹3.4 L (17.1%)Rejected-Finance | L3 | Rejected-Finance Not Lowest |
| Sl No | Description | Qty | Unit | Veer Singh Enterprises L2 | CREATIVE CONSTRUCTION L3 | SHIV SHANKAR MISHRA L1 |
|---|---|---|---|---|---|---|
| 1.00 | Surface excavation in soft /loose soil n exc 30 cm deep and averaging 15 cm deep and getting out in soft/loose soil complete all as specified and as directed. | 66 | Sqm | 65 ₹4,290 | 70 ₹4,620 | 60 ₹3,960 Lowest |
| 2.00 | Excavation in trenches n exc 1.5m in deepth and 1.5m in width and getting out in hard dense soil complete all as specified and as directed. | 40.6 | Cum | 540 ₹21,924 | 566 ₹22,979.6 | 500 ₹20,300 Lowest |
| 3.00 | M&L for providing cement concrete 1:4:8 type D2 (Using 40mm graded stone agg) in foundation, mass concrete and filiings complete all as specified and directed. | 14.19 | Cum | 3,890 ₹55,199.1 | 4,333 ₹61,485.27 | 3,800 ₹53,922 Lowest |
| 4.00 | M&L Form work to side of concrete in foundations, footing base, base of columns, side and soffits of plinth beam and simillar work complete all as specified and as directed. | 46.58 | Sqm | 590 ₹27,482.2 | 330 ₹15,371.4 Lowest | 500 ₹23,290 |
| 5.00 | M&L for providing RCC 1:1 1/2:3 type A-1 (nominal mix) as in footing, foundation,beams, plinth beams, base for columns and mass concrete etc complete all as specified and directed. | 8.19 | Cum | 8,400 ₹68,796 | 8,900 ₹72,891 | 7,500 ₹61,425 Lowest |
| 6.00 | M&L Form work to side of columns and simillar work complete all as specified and directed. | 62.98 | Sqm | 580 ₹36,528.4 | 633 ₹39,866.34 | 500 ₹31,490 Lowest |
| 7.00 | M&L for providing RCC 1:1 1/2:3 type A-1 (nominal mix) as in columns and pillars etc complete all as specified and directed. | 4.72 | Cum | 8,400 ₹39,648 | 8,500 ₹40,120 | 7,500 ₹35,400 Lowest |
| 8.00 | M&L Form work to side of sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, and simillar work complete all as specified and directed. | 35.39 | Sqm | 600 ₹21,234 | 600 ₹21,234 | 500 ₹17,695 Lowest |
| 9.00 | M&L for providing RCC 1:1 1/2:3 type A-1 (nominal mix) (using 20 mm graded stone aggregate) as in Beams, cantilevers, ressummers, lintels over 1.5m span concrete etc complete all as specified and directed. | 2.94 | Cum | 8,500 ₹24,990 | 8,666 ₹25,478.04 | 7,500 ₹22,050 Lowest |
| 10.00 | M&L formwork to soffits of suspended slabs such as roof slabs floor slabs, landings and similar work n.exc 200mm thick. (horizontal or sloping) complete all as specifed and directed. | 86.99 | Sqm | 600 ₹52,194 | 600 ₹52,194 | 500 ₹43,495 Lowest |
Tender Value
₹19.2 L
EMD Value
₹38,360
Closing Date
13 Apr 2026, 6:00 pmClosed
Garrison Engineer
Military Engineer Services, Garrison Engineer, Cantt Area, Kamptee 441001
PROVN OF TOILET BLOCK AT FORT AREA NAGPUR UNDER GE KAMPTEE
2026_MES_757288_1
8910/E8
Open Tender
Civil Works
Item Rate
90 days
Nagpur
All as per NIT
8 documents required · 8 mandatory
₹500
GE Kamptee
₹38,360
Yes
1 Jun 2026
23 Mar 2026
15 Apr 2026
23 Mar 2026
13 Apr 2026
6 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| - | Surface excavation in soft /loose soil n exc 30 cm deep and averaging 15 cm deep and getting out in soft/loose soil complete all as specified and as directed. | - | Sqm | - | - |
| - | Excavation in trenches n exc 1.5m in deepth and 1.5m in width and getting out in hard dense soil complete all as specified and as directed. | - | Cum | - | - |
| - | M&L for providing cement concrete 1:4:8 type D2 (Using 40mm graded stone agg) in foundation, mass concrete and filiings complete all as specified and directed. | - | Cum | - | - |
| - | M&L Form work to side of concrete in foundations, footing base, base of columns, side and soffits of plinth beam and simillar work complete all as specified and as directed. | - | Sqm | - | - |
| - | M&L for providing RCC 1:1 1/2:3 type A-1 (nominal mix) as in footing, foundation,beams, plinth beams, base for columns and mass concrete etc complete all as specified and directed. | - | Cum | - | - |
| - | M&L Form work to side of columns and simillar work complete all as specified and directed. | - | Sqm | - | - |
| - | M&L for providing RCC 1:1 1/2:3 type A-1 (nominal mix) as in columns and pillars etc complete all as specified and directed. | - | Cum | - | - |
| - | M&L Form work to side of sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, and simillar work complete all as specified and directed. | - | Sqm | - | - |
| - | M&L for providing RCC 1:1 1/2:3 type A-1 (nominal mix) (using 20 mm graded stone aggregate) as in Beams, cantilevers, ressummers, lintels over 1.5m span concrete etc complete all as specified and directed. | - | Cum | - | - |
| - | M&L formwork to soffits of suspended slabs such as roof slabs floor slabs, landings and similar work n.exc 200mm thick. (horizontal or sloping) complete all as specifed and directed. | - | Sqm | - | - |
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